MAP SET
MapPackages
0 500 1,000
Feet
_
AERIAL
KHSD Career
and Technical
Education Center
KHSD
Aquatic
Complex
Independence
High School
CARSON
CREEK
LN
WINDING STREAM AVE
RED IRON ST
DRAWBRIDGE
DR
PRESCOTT
CREEK WAY
B E R K S H I R E R D
CARSON RIVER RD
DROVERS RUN RD
SNOWY RIVER DR
S
H
O
O
T
I
N
G
S
T
A
R
C
T
WHITNEY
CREEK
CT
ALMOND CREEK DR
R O S E
C R E E K W A Y
B
R
A
N
S
O
N
C
R
E
E
K
C
T
A
R
R
O
W
H
E
A
D
T
R
A
I
L
C
T
SLEEPY HOLLOW LN
R
I
O
V
E
R
D
E
D
R
C
A
C
H
E
C
R
E
E
K
L
N
T
U
C
K
E
R
C
R
E
E
K
R
D
THUNDER
MOUNTAIN
LN
B
U
C
K
I
N
G
B
R
O
N
C
O
C T
W
I
L
D
M
U
S
T
A
N
G
D
R
W
H
I
S
K
E
Y
C
R
E
E
K
D
R
OLD RIVER RD
CITRUS CREEK DR
MC CUTCHEN RD
Vesting Tentative Tract Map
7500
CITY OF BAKERSFIELD
VTTM7500
MAP PACKAGE
MapPackages
0 500 1,000
Feet
_
R-2
R-5
R-1/P.U.D.
R-1/P.U.D.
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1 R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
R-1
KHSD Career
and Technical
Education Center
KHSD
Aquatic
Complex
Independence
High School
CARSON
CREEK
LN
WINDING STREAM AVE
RED IRON ST
DRAWBRIDGE
DR
PRESCOTT
CREEK WAY
B E R K S H I R E R D
CARSON RIVER RD
DROVERS RUN RD
SNOWY RIVER DR
S
H
O
O
T
I
N
G
S
T
A
R
C
T
WHITNEY
CREEK
CT
ALMOND CREEK DR
R O S E
C R E E K W A Y
B
R
A
N
S
O
N
C
R
E
E
K
C
T
A
R
R
O
W
H
E
A
D
T
R
A
I
L
C
T
SLEEPY HOLLOW LN
R
I
O
V
E
R
D
E
D
R
C
A
C
H
E
C
R
E
E
K
L
N
T
U
C
K
E
R
C
R
E
E
K
R
D
THUNDER
MOUNTAIN
LN
B
U
C
K
I
N
G
B
R
O
N
C
O
C T
W
I
L
D
M
U
S
T
A
N
G
D
R
W
H
I
S
K
E
Y
C
R
E
E
K
D
R
OLD RIVER RD
CITRUS CREEK DR
MC CUTCHEN RD
Vesting Tentative Tract Map
7500
CITY OF BAKERSFIELD
Zoning
Residential Zone
Designations
R-1 One
Family
Dwelling
R-1/P.U.D.
Combining
R-2 Limited
Multiple
Family
Dwelling
Zone - 1
unit/2,500
sq. ft.VTTM7500
MAP PACKAGE
MapPackages
0 500 1,000
Feet
_
LR
LRLR
LR
LR
LR
LR
LR
LR
LR LR
LR
LR
LR
LR
LR
LR
LR
LR
LR LR
PS
LR
R-IA
HR
LMR LR
KHSD Career
and Technical
Education Center
KHSD
Aquatic
Complex
Independence
High School
CARSONCREEK
LN
WINDING STREAM AVE
REDIRONST
DRAWBRIDGE
DR
PRESCOTT
CREEK WAY
BERK SHIR E RD
CARSON RIVER RD
DROVERS RUN RD
SNOWY RIVER DR
SHOO
TIN
G
STAR
CT
WHITNEYCREEK
CT
ALMOND CREEK DR
ROSE
CREEK WA Y
BRA
NSO
N
CRE
EK CT
ARR
OW
HEAD
TR
AIL
CT
SLEEPY HOLLOW LN
RIO
VER
DE DR
CACH
E
CR
EE
K
LN
TUCKE
R
CR
EEK
RD
THUNDERMOUNTAIN
LN
BU
CKI
NG BRON
COCT
WILD
M
USTANG
DR
W
HISKEY
CREEK
DR
OLD RIVER RD
CITRUS CREEK DR
MC CUTCHEN RD
Vesting Tentative Tract Map
7500
CITY OF BAKERSFIELD
Land Use
RESIDENTIAL
LMR - Low
Medium
Density
Residential:
> 4 units
but ≤ 10
dwelling
units/net
acre
HR - High
Density
Residential:
> 17.42
units but ≤
72.6 dwelling
units/net
acre
LR - Low
Density
Residential:
≤ 7.26
dwelling
units/net
acre
PUBLIC
FACILITIES
PS - Public/
Private
Schools
RESOURCE
R-IA -
Resource -
Intensive
Agriculture:
20 acre
minimum
parcel size
VTTM7500
MAP PACKAGE
M7
VESTING TENTATIVE TRACT No. 7500
BEING A MERGER AND RE-SUBDIVISION OF LOTS 25 & 32 OF SALES MAP OF LANDS OF KERN COUNTY LAND COMPANY, FILED JUNE 16, 1897 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 29, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA.
CONTAINING 208 BUILDABLE RESIDENTIAL LOTS, 1 SUMP LOT AND 4 LANDSCAPE LOTS, 39.92 GROSS ACRES JANUARY 2025
80 SCALE: 1" -
40 D
80'
80 I
BASIS OF BEARING OWNER/SUBDIVIDER:
THE BEARING OF N 00'24'05" E AS SHOWN FOR THE
NORTH-SOUTH MID-SECTION LINE OF SECTION 32, 30/27
PER RECORD OF SURVEY AS FILED IN BOOK 24 OF
RECORD OF SURVEY AT PAGE 71, IN THE OFFICE OF THE
KERN COUNTY RECORDER WAS USED AS THE BASIS OF
BEARINGS SHOWN HEREON.
FRANMAR COMPANY, (66.67%) AND
LOYOLA PROPERTIES I, LP (33.33%)
P.O. BOX 11358
BAKERSFIELD, CA 93389
CONTACT: MATTHEW WADE
PHONE: (661) 885-9406
BENCHMARK ENGINEER:
NGS BENCHMARK DESIGNATION - OLD RIVER
STATION IS 0.2 MILES SOUTH OF THE CENTERLINE
INTERSECTION OF TAFT HIGHWAY 119 AND OLD RIVER
ROAD ON THE LEFT.
MclNTOSH & ASSOCIATES
10800 STOCKDALE HWY. STE.
BAKERSFIELD, CA 93311
CONTACT: BLAINE NEPTUNE
ELEVATION = 338.676' (NAVO 88 DATUM)
GENERAL NOTES:
ALL ROAD IMPROVEMENTS AND DRAINAGE IN THIS
SUBDIVISION SHALL BE IN ACCORDANCE WITH THE
REQUIREMENTS ESTABLISHED BY THE CITY OF BAKERSFIELD.
IT IS ANTICIPATED THAT THE GRADING OF THIS TRACT WILL BE WITHIN THE AMOUNTS OUTLINED WITHIN SECTION 16.16.030(0) OF THE MUNICIPAL CODE.
A 10' PUBLIC UTILITY EASEMENT (P.U.E.) IS PROPOSED AND IS
LOCATED ON ALL FRONT AND SIDE YARDS ADJACENT TO ALL
INTERNAL STREETS.
ALL CUL-DE-SAC & KNUCKLE RETURN RADII ARE 25'.
ALL CUL-DE-SACS ARE 50' RADIUS.
ALL KNUCKLES ARE 92' RADIUS.
PHONE: (661) 834-4814
PHASING
THE NUMBERING OF THE PHASES ARE FOR
IDENTIFICATION PURPOSES AND DO NOT
NECESSARILY IMPLY THE ORDER OF
DEVELOPMENT.
THIS TRACT WILL BE DEVELOPED IN UP TO 4
PHASES.
NOTE TO PLANNING DEPARTMENT
RE: AL TERNA TE STREET NAMES
THE FOLLOWING STREET NAMES ARE PROVIDED AS
AL TERNA TES. PLEASE CONSIDER THESE NAMES IN
THE ORDER LISTED TO REPLACE NAMES ON THE
MAP THAT MAY NOT BE ACCEPTABLE.
1. YELLA
2. UNDINE
NOTE TO PUBLIC WORKS
103
30 T. 30 S., R. 27 E.
PROJECT
SITE
McCUTCHEN ROAD
29 '3
0 VICINITY MAP
LEGEND:
WFE
S.F.F.N.
S.M.LK.C.L.C.
NO SCALE
WAIVER OF DIRECT ACCESS
WALL FOOTING EASEMENT
SEARCH FOR FOUND NOTHING
SALES MAP OF LANDS OF
KERN COUNTY LAND COMPANY
---------- PROJECT BOUNDARY
•••••••••••••••••••••••• PHASE LINE 1. SEWER CONNECTION FOR THIS TRACT SHALL BE THE 15" SEWER ALONG RIO VERDE DRIVE VIA
XANTHE WAY OR THE 48" SEWER ALONG
McCUTCHEN ROAD VIA HAVRE WAY. ----- --- ·E· --- EXISTING O.H. ELECTRICAL LINE(S) FLOOD ZONE X:
MINIMAL FLOOD HAZARD, FEMA MAP 06029C2300E
EFFECTIVE DATE 9/26/2008.
ST A TISTICS:
APN: 540-010-19
ACREAGE: 39.92 GR. AC. / 34. 78 NET AC.
NUMBER OF LOTS: 208 BUILDABLE
NET DENSITY: 5.98 D.U./NET AC.
PROPOSED USE: RESIDENTIAL
GENERAL PLAN DESIGNATION: LR
ZONING: R-1
WATER SOURCE: CITY OF BAKERSFIELD
SEWAGE DISPOSAL: CITY OF BAKERSFIELD
GAS CO. - PACIFIC GAS & ELECTRIC COMPANY
CABLE - SPECTRUM
PHONE - AT&T
--·--·-ll---EXISTING OIL LINE(S) - APPROXIM,
--- ---- -·oH--- EXISTING OVERHEAD ELEC. LINE
------------------------ EXISTING IRRIGATION LINE
--------G---EXISTING GAS LINE
____________ EXISTING EDGE OF PAVEMENT
-------o---- PROPOSED STORM DRAIN
- - - FUTURE LOTS
g
ELECTRICAL - PACIFIC GAS & ELECTRIC COMPANY
SCHOOL DISTRICTS: LAKESIDE UNION SCHOOL DISTRICT
@
-0-
E--
PROPOSED CATCH BASIN
EXISTING CONTOUR
EXISTING MONUMENT
EXISTING POWER POLE
EXISTING DOWN GUY
DIRECTION OF DRAINAGE
AND APPROXIMATE GRADE
& KERN HIGH SCHOOL DISTRICT
SCHOOLS:
ELEMENTARY - DONALD E. SUBURU SCHOOL
MIDDLE SCHOOL - LAKESIDE SCHOOL
HIGH SCHOOL - INDEPENDENCE HIGH SCHOOL 0.25% MIN.
6' MIN P/L
55' -60' R/W BLOCK WALL
l,_____-~t----<1 '---
1 48'-54'
([_ OLD RIVER RD/ ' • 17'
TRACT BOUNDARY!-- -l ' j s n•
PHASE TABLE
NO. OF L.S. SUMP
PHASE LOTS LOT LOT
45 2 39 2
3 41 1
4 83 1
TOTAL: 208 4
y 1 ,. i Ex1sr. o.5'-~
1 s1w
i __ -,-1-,•-1 i1A.C. CURB ~
EXIST: I, i 2%cn
_.r1'Jf~~1_-~717-n-"--=2~%~--cc--Jl---l::=;===::r1~
"URB I I 2% Ml~j EXIST. MEDIAN c . CURB DETACHED....J - EXIST. GUTTER SIDEWALK PER 4: 1 MAX.
PAVEMENT C.0.B. STANDARD
CD
ST-6
OLD RIVER ROAD (ARTERIAL)
SECTION A
SCALE: 1 "=1 O'
P/L 6' MIN
BLOCK WALL R/W 55' - 70' 1
I I f-----+----1,
\.,,---" 17' 64'-48' I
• r<l. McCUTCHEN RD.
s.o· I TRACT BOUNDARY
S/W
I
-,15
~ ':'o.5' -'·•'···-:
Ill "-
~ L~ 2L LDETACH~RB & cz:::;---
4: l MAX. SIDEWALK PER GUTTER PA YEMEN I
C.0.B. STANDARD
ST-6
f1D McCUTCHEN ROAD (ARTERIAL)
W SECTION B
SCALE: 1"=10'
: 30' ·1 30' ! !-11· --,o-· ------20-· ----'r-~---~~----11 r-:--1~4~23-.-+1----,5-.6-7'----,j~ I
60'
30' 30'
I
I
;i--~10~· -...,-i ~11; ±
4 1" i
2% ... ~jg 1
1 ,, 2% I"" 21
[ --==='=?"",{-J•::,J.. --··-.=::---·--·j . ---=,=--e:"':} ' 2% MIN ~, \I '.....-EXIST. IMPROVEMENT 2% .J EXIST PAVEMENT.,., 4:1 MAX -
DETACHED
SIDEWALK PER
C.O.B. STANDARD
ST-6 ED
R/W
I
I
I
I
I 10'
SECTION C
RIO VERDE DR.
SCALE: 1 "=1 O'
30'
20'
I s·
iM I ..11L I
(LOCAL)
60'
30'
20'
2%
1%MIN L t=
14% MAX DETACHED 1-(D-"E'-+---=S=Ec=CC-'T_,_IO~N~E~------, c.61gE~~~J'}~D 1 (60' WIDE LOCAL STREET)
ST-6 (FRONT TO SIDE)
SCALE: 1"=10'
I
'
10'
!%MIN L =
l 4% MAX DET ACHEO
SIDEWALK PER
C.O.B. STANDARD ST-6
20' 20'
..11L
w z
i "-
10'
- J 1% MIN
ffi SECTION D DETACHED _J 14% MAX
, SIDEWALK PER
1 (60 WIDE LOCAL STREET) C.O.B. STANDARD
(FRONT TO FRONT) ST-6
SCALE: 1 "=1 O'
R/W ·, ~ o/ ~
10'
Ll
I
I
I
!
I
I
l
2% MIN
4:1 MAX
DETACHED
SIDEWALK PER
C.O.B. STANDARD
ST-6
I 30' •1 30' 1
,_I----~~-----+-· -----t~----:
: 10' ~o• 20' 10' I
Z% MIN / DETACHED ~DEWALi( Z% MIN 41 ;(__. 4:1 MAX : MAX PER C.O.B. SID. ST-6 DETACHED E9 SECTION F SIDEWALK
1 (60' WIDE LOCAL STREET) ~1~N%2ili
(SIDE TO SIDE) ST-6
SCALE: 1"=10
,.
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Ul
z
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5 w
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Ill
z
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